Investigation of Behaviors of Concrete Shear Wall in High-Rise Steel Buildings

  • Authors

    • Hajiyev Mukhlis Ahmad
    • Hasan Dabbaghasadollahi Poor
    2018-06-20
    https://doi.org/10.14419/ijet.v7i3.2.14391
  • concrete shear wall, core shear walls, nonlinear time history, steel structures

  • This study focuses on an analytical study on reinforced steel structures with concrete shear wall. The structures studied was analyzed using nonlinear time history method and the effect of installing  concrete shear walls in the structural plan on the target point displacement. By comparing the roofs' displacement diagrams in different structures with different layout of the shear wall in the plan, it is concluded that in order to achieve the proper result in the design of the structures, the shear walls must be located in the middle of the plan in form of core and enclosed with structural columns.

     

     

  • References

    1. [1] Soltani A.; Behnam Far, Farhad, 2011, Investigation of nonlinear modeling methods of concrete shear walls, 6th National Congress of Civil Engineering, Semnan University.

      [2] Sarmadi, Shayan, (2014), Investigating the effect of wall thickness and compressive strength of concrete on the behavior of corrugated concrete shear wall reinforced with metal fibers in metal frame, Faculty of Civil Engineering, Sharif University of Technology

      [3] Barkhordari, Mohammad Ali; Alireza Ghannouni and Keyvan Hassanifard, 2010, Investigating the performance of steel and concrete shear walls in the reconstruction of high-rise steel buildings and comparison of these two lateral lateral systems, Third International Seismic Rehabilitation Conference, Tabriz Institute for Resuscitation Researchers of Iran

      [4] Pourfar, Mohammad Hadi and Jawad Solajedekh, 2008, Optimum Shear Walls Positioning for Concrete Structures Performance Design, National Conference on Reinforcement of Iran, Yazd, Yazd University.

      [5] Tesnimi, Abbasali and Kiyarash Kashani Jo, 2009, Investigating the behavior of correlated concrete shear walls at different levels of operation, Eighth International Congress of Civil Engineering, Shiraz, Shiraz University.

      [6] Dr. Hedayat Vladi, Investigating the behavior of steel shear walls, PhD thesis, Tabriz University

      [7] Tabeshpour, Mohammad Reza. (2011). Nonlinear Analysis of Structures, First Edition, First Edition. Tehran Fadak, Isatias.

      [8] Niknam, Ahmad, Ahmadi, Hamid Reza, Mahdavi, Navideh. (2007). Evaluation of Nonlinear Additive Dynamic Analysis (IDA) in Seismic Behavior of Structures. Second National Conference on Rehabilitation of Iran

      [9] Tehrani Zadeh, Mohsen. Pahlavan Yali, Ahmed. 2010, Investigating the criteria for designing high-strength steel structures with dual wall-frame systems in the near-fault zone using performance-based design method, civil and environmental engineering, Volume 42, Issue 2.

      [10] Epackachi, S., Nguyen, N. H., Kurt, E. G., Whittaker, A. S., & Varma, A. H. (2014). In-plane seismic behavior of rectangular steel-plate composite wall piers. Journal of Structural Engineering.

      [11] Taranath, B. "Steel, Concrete and Composite Design of Tall Buildings", New York; McGraw-Hill Book Company, CRC Press, 2009

      [12] Zhao, Q., & Astaneh-Asl, A. (2004). Cyclic behavior of traditional and innovative composite shear walls. Journal of Structural Engineering, 130(2), 271-284

      [13] Pankaj, P., Lin, E., Material modelling in the seismic response analysis for the design of RC framed structures, Engineering Structures 27, 2005, pp 1014–1023.

      [14] Weismantle P, Gregory L, Sheriff M, Burj Dubai: An Architectural Technical Design Case Study, The Structural Design of Tall and Special Buildings, 16, 335–360, 2007.

      [15] AISC Design Guide 6 (2010): Load and Resistance Factor Design of W-Shapes Encased in Concrete.

      [16] Taranath, B. "Steel, Concrete and Composite Design of Tall Buildings", New York; McGraw-Hill Book Company, CRC Press, 2009.

      [17] Taranath, Bungale S.; "Reinforced Concrete Design of Tall Buildings", CRC Press, 2010.

      [18] Orakcal K, Massone L.M., Wallace J.W. “Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled Shearâ€Flexural Responses†PEER Report 2006/07 (2006).

      [19] Iliya R, Bertero VV. Effect of amount and arrangement of wall-panel reinforcement on hysteretic behavior of reinforced concrete walls. Seport No. UCB/EERC-80/04. California: University of California Berkeley. Earthquake Engineering Research Center (EERC),1980.

      [20] Epackachi, S., Nguyen, N. H., Kurt, E. G., Whittaker, A. S., & Varma, A. H. (2014). In-plane seismic behavior of rectangular steel-plate composite wall piers. Journal of Structural Engineering.

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  • How to Cite

    Mukhlis Ahmad, H., & Dabbaghasadollahi Poor, H. (2018). Investigation of Behaviors of Concrete Shear Wall in High-Rise Steel Buildings. International Journal of Engineering & Technology, 7(3.2), 135-140. https://doi.org/10.14419/ijet.v7i3.2.14391